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Volumn 10, Issue 1, 2005, Pages 54-60
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Damage analysis of Hanshin Expressway viaducts during 1995 Kobe earthquake. II: Damage mode of single reinforced concrete piers
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Author keywords
Bridges, highway; Bridges, piers; Bridges, viaducts; Concrete, reinforced; Earthquake damage; Flexural strength; Japan; Shear strength
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Indexed keywords
BENDING STRENGTH;
BRIDGE PIERS;
FINITE ELEMENT METHOD;
REINFORCED CONCRETE;
REINFORCEMENT;
SHEAR STRESS;
BRIDGES, HIGHWAY;
BRIDGES, PIERS;
BRIDGES, VIADUCTS;
CONCRETE, REINFORCED;
EARTHQUAKE DAMAGE;
JAPAN;
EARTHQUAKE EFFECTS;
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EID: 12344285181
PISSN: 10840702
EISSN: None
Source Type: Journal
DOI: 10.1061/(ASCE)1084-0702(2005)10:1(54) Document Type: Article |
Times cited : (70)
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References (8)
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